• 제목/요약/키워드: Full Contact Effect

검색결과 61건 처리시간 0.029초

Computational optimized finite element modelling of mechanical interaction of concrete with fiber reinforced polymer

  • Arani, Khosro Shahpoori;Zandi, Yousef;Pham, Binh Thai;Mu'azu, M.A.;Katebi, Javad;Mohammadhassani, Mohammad;Khalafi, Seyedamirhesam;Mohamad, Edy Tonnizam;Wakil, Karzan;Khorami, Majid
    • Computers and Concrete
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    • 제23권1호
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    • pp.61-68
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    • 2019
  • This paper presents a computational rational model to predict the ultimate and optimized load capacity of reinforced concrete (RC) beams strengthened by a combination of longitudinal and transverse fiber reinforced polymer (FRP) composite plates/sheets (flexure and shear strengthening system). Several experimental and analytical studies on the confinement effect and failure mechanisms of fiber reinforced polymer (FRP) wrapped columns have been conducted over recent years. Although typical axial members are large-scale square/rectangular reinforced concrete (RC) columns in practice, the majority of such studies have concentrated on the behavior of small-scale circular concrete specimens. A high performance concrete, known as polymer concrete, made up of natural aggregates and an orthophthalic polyester binder, reinforced with non-metallic bars (glass reinforced polymer) has been studied. The material is described at micro and macro level, presenting the key physical and mechanical properties using different experimental techniques. Furthermore, a full description of non-metallic bars is presented to evaluate its structural expectancies, embedded in the polymer concrete matrix. In this paper, the mechanism of mechanical interaction of smooth and lugged FRP rods with concrete is presented. A general modeling and application of various elements are demonstrated. The contact parameters are defined and the procedures of calculation and evaluation of contact parameters are introduced. The method of calibration of the calculated parameters is presented. Finally, the numerical results are obtained for different bond parameters which show a good agreement with experimental results reported in literature.

핫프레스 포밍 공정에서의 열전달 특성에 대한 연구 (Study on Heat Transfer Characteristic in Hot Press Forming Process)

  • 이승열;이경훈;임용희;정우창
    • 소성∙가공
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    • 제22권2호
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    • pp.101-107
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    • 2013
  • The heat transfer characteristics between die and sheet and die and coolant are important parameters in hot press forming process. The determination of the quenching time that guarantees full martensitic transformation requires proper understanding of these heat transfer characteristics. The contact area changes drastically during the quenching process due to volume changes of both die and sheet by temperature drop as well as phase transformation. Several types of modeling techniques are tested in order to select the most suitable. The effect of quenching time as well as die heat conductivity on martensitic transformation is investigated and predictions are compared to experimental results.

Determining the Optimal Subsampling Rate for Refusal Conversion in RDD Surveys

  • Park, In-Ho
    • Communications for Statistical Applications and Methods
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    • 제16권6호
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    • pp.1031-1036
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    • 2009
  • Under recent dramatic declines in response rates, various procedures have been considered among survey practitioners to reduce nonresponse in order to avoid its potential impairment to the inference. In the random digit dialing telephone surveys, substantial efforts are often required to obtain the initial contact for the screener interview. To reduce a burden with higher data collection costs, refusal conversion can be administered only to a random portion of the sample, reducing nonresponse (bias) with an expense of sample variability increment due to the associated weight adjustment. In this paper, we provide ways to determine the optimal subsampling rate using a linear cost model. Our approach for refusal subsampling is to predetermine a random portion from the full sample and to apply refusal conversion efforts if needed only to the subsample.

Application of dithering control for the railway wheel squealing noise mitigation

  • Marjani, Seyed Rahim;Younesian, Davood
    • Smart Structures and Systems
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    • 제23권4호
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    • pp.347-357
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    • 2019
  • A new methodology for mitigation of the wheel squealing is proposed and investigated based on the dithering control. The idea can be applied in railway lines particularly in urban areas. The idea is clearly presented, and applied to a validated model. A full-scale model including the vehicle, curved track and wheel/rail contact is developed in the time domain to analyze the possibility and level of wheel squeal noise. Comparing the numerical results with a field test, the model is validated in different levels namely i) occurrence, ii) squealing frequency and iii) noise level. Two different approaches are proposed a) dithering of the wheel with piezoelectric patches and b) dithering of the rail with piezoelectric stacks. The noise level as well as the wheel responses is compared after applying the control strategy. A parametric study is carried out and effect of the dithering voltage and frequency on the squealing noise is investigated. It is found that both the strategies perform quite effectively within the saturating threshold of piezoelectric actuators.

충격반향기법을 이용한 암반근입 현장타설말뚝의 선단조건 평가 (Assessment of End Condition of Drilled Shafts Socketed into Rock by Impact Echo Test)

  • 김형우;김동수;김원철
    • 한국지반공학회논문집
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    • 제18권4호
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    • pp.21-32
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    • 2002
  • 말뚝 선단 조건에 따른 충격반향기법의 시간영역 신호를 실내 모형실험에 의하여 분석하였다. 선단조건으로는 자유단, 고정단, 암반 근입, 연약 선단부의 네 가지 조건을 고려하였으며, 이를 위하여 폴리우레탄 재질의 모형말뚝과 모노캐스트 재질의 모형암반을 제작하여 실험을 수행하였다. 실내실험 결과 각각의 경계조건에 대한 신호의 특성을 파악할 수 있었으며, 말뚝 선단 조건뿐만 아니라 말뚝과 주변 암반과의 부착상태도 추정할 수 있는 가능성을 확인하였다. 또한 실내 모형실험의 결과를 검증하기 위하여 현장실험을 수행하였으며, 암반 근입 말뚝에 대한 신호 분석 결과 충격반향기법에 의한 현장타설말뚝의 비파괴 건전도 평가는 적용성이 충분히 있는 것으로 파악되었다.

전층식피술에 적용한 폴리우레탄 반밀봉드레싱 (Polyurethane Semi-occlusive Dressing for Full Thickness Skin Graft Application)

  • 이혁구;손대구;김현지;김준형;한기환
    • Archives of Plastic Surgery
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    • 제32권5호
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    • pp.607-612
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    • 2005
  • A traditional tie-over dressing may be applied to support the take of a skin graft. Although there are many advantage of this method, it has significant disadvantages, including time-consuming application. Furthermore, when the dressing is changed, the gauze becomes hard and can be stuck to the graft, causing damage and pain upon removal. The purpose of our study is to evaluate the effect of semi-occlusive dressing using polyurethane foam and film dressing($Allevyn^{(R)}$, $Opsite^{(R)}$) after full thickness skin graft. The authors treated 45 cases including burn scar contracture(n=38), syndactyly (n=1), absence of nipple-areolar complex(n=4), traumatic skin defect(n=1) and contact burn(n=1) with authors' method and 39 patients including burn scar contracture (n=39) with the tie-over dressing between 2000 and 2004. The patients in polyurethane foam and film dressing group ranged from 1 to 62 years of age (mean age, 15.1 years) and the patients in tie-over dressing group ranged from 2 to 60 years of age(mean age, 21.3 years). The postoperative results were analyzed according to the following measures: (1) the duration of graft-taking, (2) the admission period, (3) complications. Compared with the traditional tie-over dressing, polyurethane foam and film dressing was shown to be more successful in a reduced duration of graft-taking, in which was similar to the former in the rate of graft-taking, a reduced admission period and patient's discomfort. We concluded that semi-occlusive dressing using $Allevyn^{(R)}$ and $Opsite^{(R)}$ was an effective method after full thickness skin graft, which was easy to shape to difficult body locations, such as web spaces, fingers and maintains a moist environment for wound healing and does not stick to the wound.

Performance of bridge structures under heavy goods vehicle impact

  • Zhao, Wuchao;Qian, Jiang;Wang, Juan
    • Computers and Concrete
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    • 제22권6호
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    • pp.515-525
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    • 2018
  • This paper presents a numerical study on the performance of reinforced concrete (RC) bridge structures subjected to heavy goods vehicle (HGV) collision. The objectives of this study are to investigate the dynamic response and failure modes of different types of bridges under impact loading as well as to give an insight into the simplified methods for modeling bridge structures. For this purpose, detailed finite-element models of HGV and bridges are established and verified against the full-scale collision experiment and a recent traffic accident. An intensive parametric study with the consideration of vehicle weight, vehicle velocity, structural type, simplified methods for modeling bridges is conducted; then the failure mode, impact force, deformation and internal force distribution of the validated bridge models are discussed. It is observed that the structural type has a significant effect on the force-transferring mechanism, failure mode and dynamic response of bridge structures, thus it should be considered in the anti-impact design of bridge structures. The impact force of HGV is mainly determined by the impact weight, impact velocity and contact interface, rather than the simplification of the superstructure. Furthermore, to reduce the modeling and computing cost, it is suggested to utilize the simplified bridge model considering the inertial effect of the superstructure to evaluate the structural impact behavior within a reasonable precision range.

Stress waves transmission from railway track over geogrid reinforced ballast underlain by clay

  • Fattah, Mohammed Y.;Mahmood, Mahmood R.;Aswad, Mohammed F.
    • Structural Monitoring and Maintenance
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    • 제9권1호
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    • pp.1-27
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    • 2022
  • Extensive laboratory tests were conducted to investigate the effect of load amplitude, geogrid position, and number of geogrid layers, thickness of ballast layer and clay stiffness on behavior of reinforced ballast layer and induced strains in geogrid. A half full-scale railway was constructed for carrying out the tests, the model consists of two rails 800 mm in length with three wooden sleepers (900 mm × 10 mm × 10 mm). The ballast was overlying 500 mm thickness clay in two states, soft and stiff state. Laboratory tests were conducted to investigate the response of the ballast and the clay layers where the ballast was reinforced by a geogrid. Settlement in ballast and clay, soil pressure and pore water pressure induced in the clay were measured in reinforced and unreinforced ballast cases. It was concluded that the effect of frequency on the settlement ratio is almost constant after 500 cycles. This is due to that the total settlement after 500 cycles, almost reached its peak value, which means that the ballast particles become very close to each other, so the frequency is less effective for high contact particles forces. The average maximum vertical stress and pore water pressure increased with frequency.

Study of a large-area graphene transistor on a CaF2 substrate using a full-coverage polymer film as an additional dielectric

  • Yoojoo Yun;Jinseok Oh;Yoonhyuck Yi;Hyunkyung Lee;Byeongwan Kim;Haeyong Kang
    • Journal of the Korean Physical Society
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    • 제81권
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    • pp.942-947
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    • 2022
  • We report the electrical transport properties of a dual-gate graphene device placed on a CaF2 substrate. A hexagonal boron nitride top-gate dielectric was introduced to confirm the electrical characteristics of the CaF2/graphene transistor because it is difficult to inject sufficient carriers through the CaF2 substrate owing to its thickness of 500 ㎛, and the typical ambipolar behavior of graphene with a slight n-doping effect was clearly observed. In addition, we used a polymethyl methacrylate (PMMA) film as a top-gate dielectric for large-scale graphene devices grown via chemical vapor deposition, which was transferred onto a CaF2 substrate. We controlled the high gate leakage current caused by the breakdown of the polymer due to non-uniformity by applying the film-transfer process rather than the direct coating method on the graphene device. Furthermore, the transport properties of large-area graphene in contact with CaF2 are discussed with respect to the effect of top-contacted PMMA.

베트남 A 병원의 의료서비스 품질이 추천의도에 미치는 영향 : 고객 만족도 매개효과를 중심으로 (Effect of Healthcare Quality on Recommended Intention in Vietnam A Hospital : Focusing on Customer Satisfaction Mediated Effects)

  • 김보하;황미경;이원재
    • 대한방사선기술학회지:방사선기술과학
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    • 제44권2호
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    • pp.133-140
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    • 2021
  • This study aims to analyze the quality and satisfaction of healthcare perceived by patients using hospitals and to provide basic data necessary for expanding and settling Vietnamese healthcare services by analyzing the impact on recommendation intentions. The research method selected one hospital in Vietnam and collected data from patients using the hospital and used a total of 286 effective samples as data for hypothesis verification. The research model and hypothesis verification were analyzed with the statistical data from SPSS and AMOS. The findings show that, first, tangibility, accessibility, and reliability all have a positive effect on the quality of healthcare. Second, it has been shown that only accessibility among the quality of healthcare has a positive effect on recommendation intentions. Third, customer satisfaction has been shown to have a positive effect on recommendation intentions. Fourth, when looking at the mediating effect, reliability among the quality of healthcare was shown as a full-mediated effect, but accessibility was shown to have a partial mediating effect and tangibility to have no mediating effect. Contact management is important because customer satisfaction is highly regarded when customers feel positive emotions at the interface from the provision of convenience facilities that support medical services to the reduction of waiting time for patients, employees kindness, treatment, medication, and inspection. It is also confirmed that the demand for convenient and rapid use of hospitals is increasing in Vietnam. In addition, if customer satisfaction is increased through friendly medical staff's response, the intention of recommendation will be even greater.